Live load distribution?
Live load distribution?
(OP)
Hi all!
I have a question about live load distribution according with ACI318 and ASCE7 (I am not familiar with the codes).
When designing R.C moment frame of 3 story building, should I check the structure for all combination of live load that may critical (checkerboard distribution of live load)?
I have a question about live load distribution according with ACI318 and ASCE7 (I am not familiar with the codes).
When designing R.C moment frame of 3 story building, should I check the structure for all combination of live load that may critical (checkerboard distribution of live load)?






RE: Live load distribution?